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7 <br />A.B. <br />Abv. <br />A/C <br />ADJ. <br />A.F.F. <br />A.H.U. <br />ALT. <br />B.A. <br />BF <br />Bk Sh <br />Bm, <br />Bot. <br />B.P. <br />BRG. <br />Cir. <br />Clg. <br />CJ <br />Col. <br />Comm. <br />Comp. <br />C.T. <br />D. <br />DB <br />a-- Dec. <br />Ded, <br />Dbl. <br />Dia. <br />Disp. <br />= Dist. <br />56 D.S. <br />D.V. <br />D.W. <br />Ea. <br />E.W. <br />r Elec. <br />N Elev. <br />°2 Ext. <br />i <br />= Exp. <br />FBC <br />Fin. Fir <br />N F.G. <br />Fir. <br />Fdn. <br />Fir Sys <br />000 <br />0 <br />F_\on] 2Mal <br />Anchor Bolt <br />F.P. <br />Fireplace <br />Above <br />F.O.M. <br />Face Of Masonry <br />Air -Conditioner <br />Ft. <br />Foot/ Feet <br />Adjustable <br />Above Finished Floor <br />Ftg. <br />Footing <br />Air Handler Unit <br />FIX <br />Fixed <br />Alternate <br />Galv. <br />Galvanized <br />Base Cabinet <br />G.C. <br />General Contractor <br />Bifold Door <br />G.F.I. <br />Ground Fault Interrupter <br />Bookshelf <br />G.T. <br />Girder Truss <br />Beam <br />Hdr. <br />Header <br />Bottom <br />Hgt. <br />Height <br />Bypass door <br />HB <br />Hose Bibb <br />Bearing <br />Circle <br />Int. <br />Interior <br />Ceiling <br />K/Wall <br />Kneewall <br />Control Joint <br />K.S. <br />Knee Space <br />Column <br />Laun. <br />Laundry <br />Community <br />Lay. <br />Lavatory <br />Compressor <br />L.F. <br />Linear Ft. <br />Ceramic Tile <br />LL <br />Lintel Length <br />Dryer <br />LT. <br />Laundry Tub <br />Door Bell <br />Decorative <br />Mas. <br />Masonry <br />Dedicated Outlet <br />Max <br />Maximum <br />Double <br />M.C. <br />Medicine Cabinet <br />Diameter <br />Mfgr. <br />Manufacturer <br />Disposal <br />Micro. <br />Microwave <br />Distance <br />Min <br />Minimum <br />Drawer Stack <br />M.L. <br />Microlam <br />Dryer Vent <br />Dishwasher <br />Mir. <br />Mirror <br />Each <br />Mono <br />Monolithic <br />Each Way <br />N.T.S. <br />Not to Scale <br />Electrical <br />Opn'g. <br />Opening <br />Elevation <br />Opt. <br />Optional <br />Exterior <br />Pc. <br />Piece <br />Expansion <br />Ped. <br />Pedestal <br />Florida Building Code <br />PH <br />PHONE <br />Finished Floor <br />P.L. <br />Parallam <br />ixed Glass <br />PLF <br />Pounds per linear foot <br />Floor <br />Pit. HI. <br />Plate Height <br />Foundation <br />Pit Sh. <br />Plant Shelf <br />Floor System <br />PSF <br />Pounds per square foot <br />N 08-20-15 <br />I <br />REVISIONS <br />P.T. Pressure Treated <br />Pwd. Powder Room <br />Rad. Radius <br />Ref. Refrigerator <br />Req'd. Required <br />Rm. Room <br />Rnd. Round <br />R/S Rod and Shelf <br />SD. Smoke Detector <br />S.F. Square Ft. <br />Sh. Shelves <br />SHT Sheet <br />S.L. Side Lights <br />S.P.F. Spruce Pine Fir <br />Sq. Square <br />S.Y.P. Southern Yellow Pine <br />TB Towel Bar <br />Temp. Tempered <br />Thik'n. Thicken <br />T.O.B. Top of Block <br />T.O.M. Top of Masonry <br />T.O.P. Top of Plate <br />TR TOWEL RING <br />TP TOILET PAPER <br />Trans. Transom Window <br />Typ. Typical <br />u.c. Under Counter <br />UCL Under Cabinet Lighting <br />U.N.O. Unless Noted Otherwise <br />V. Shower Valves <br />VB Vanity Base <br />Vert. Vertical <br />V.L. Versalam <br />VTR Vent through Roof <br />w Washer <br />WI With <br />WIC Water Closet <br />W.A. Wedge Anchor <br />Wd Wood <br />WP Water Proof <br />1.0 NEW BASE PLAN <br />12-08-15 2.0 FRAME-WAL REVISIONS <br />12-22-16 3.0 Al 131 ELEV. REVISIONS <br />01-04-18 <br />02-21-18 <br />INDEX OF DRAWINGS <br />SHEET DESCRIPTION <br />SHEET <br />No. <br />CS <br />COVER SHEET <br />1 <br />MAIN FLOOR PLAN <br />1.1 <br />UPPER FLOOR PLAN <br />2 <br />INTERIOR ELEVATIONS <br />3.1 <br />EXTERIOR ELEVATIONS <br />3.2 <br />EXTERIOR ELEVATIONS <br />F1 <br />FOAM DETAIL <br />4 <br />MAIN ELECTRICAL PLAN <br />4.1 <br />UPPER ELECTRICAL PLAN <br />5 <br />ROOF PLAN <br />6 <br />FOUNDATION PLAN <br />7 <br />MAIN FRAMING PLAN <br />7.1 <br />ROOF FRAMING PLAN <br />8 <br />LINTEL DETAILS <br />SN <br />STRUCTURAL NOTES <br />SN1 <br />DETAILS <br />S <br />DETAILS <br />S4 <br />DETAILS <br />S5 <br />DETAILS <br />S6 <br />DETAILS <br />ST <br />STAIR DETAILS <br />SS <br />RETROFIT DETAILS <br />D1 <br />SECTIONS & DETAILS <br />D2 <br />SECTIONS & DETAILS <br />WP <br />WATERPROOFING DETAILS <br />PA1.0 <br />PRODUCT APPROVAL NUMBERS <br />PA1.1 <br />PRODUCT APPROVAL NUMBERS <br />PA1.2 <br />PRODUCT APPROVAL NUMBERS <br />PA1.3 I PRODUCT APPROVAL NUMBERS <br />4.0 2017 FBC UPDATES MEAN ROOF 15 FT. HIGH TYPICAL <br />FOR SINGLE STORY HOMES <br />5.0 ADDED GRADE BEAM 150 MPH ENG. <br />03-29-18 5.1 UPDATED PER CITY COMMENTS <br />s. <br />w <br />In it \NnRK SHALL COI -PLY Wlnn REVAILING I <br />I COQka TR.lC CODE, I <br />NATIONAL ELEC <br />ND THE CITY oi= ZEPHYRHILLS <br />REVIEW <br />2575 <br />MEAN ROOF 30 FT. HIGH TYPICAL <br />FOR 2 STORY HOMES <br />THIS DRAWING AND DESIGN IS VALID <br />FOR 12 MONTHS AFTER THE DATE IT <br />IS SIGNED AND SEALED OR WHILE <br />CURRENT CODE IS VALID <br />Notice to Builder & All Subcontractors <br />It is the intent of Designer/Engineer listed in the titleblock of these <br />documents that these documents be accurate, providing Licensed <br />Professionals clear information. Every attempt has been made to <br />prevent error. The Builder and all subcontractors are required to <br />review all the information contained in these documents, prior to <br />the commencement of any work. The Designer/Engineer are not <br />responsible for any plan errors, omissions,or misinterpretations <br />undetected and not reported to the Designer / Engineer prior to <br />construction. All construction MUST be in accordance to the <br />information found in these documents. Any questions regarding <br />the information found in these plans should be directed to our <br />Office at (407) 880-2333 immediately. No backcharges will be <br />considered for reimbursement by the Designer/Engineer without <br />advanced notification and approval by the Designer/Engineer. <br />Payments will be made in accordance to the terms of the <br />agreement. <br />Z Ch <br />-^ 8 <br />E2 <br />00 <br />0 <br />CDM <br />+--J w <br />— <br />W <br />ME <br />1co <br />4Ji = <br />o <br />C6 tf <br />Cq <br />N <br />1— E <br />U <br />8 <br />�,N M <br />0 N <br />Z <br />L U- 00 <br />� W <br />0 M <br />�o <br /><3C 0) <br />rn Q o <br />IBID. <br />N C B-D- <br />zzoqwli <br />S ae <br />M <br />L.L <br />n op141 <br />t LL <br />o� <br />L <br />Q1 <br />z <br />O <br />o <br />_N <br />Un <br />a.,CD <br />g <br />, <br />I ❑ <br />To the best of the Engineer's knowledge, information, and <br />belief, the structural plans and specifications contained <br />within these drawings comply with the 2017 Florida <br />Building Code - Residential 6th Edition. Engineer's <br />signature and seal is only for the structural engineering <br />portions of the drawing pages bearing Engineer's signature <br />and seal <br />tf <br />O <br />O <br />Z N <br />O N <br />1-4 •N <br />f}-ILnMO <br />M <br />QU)f0t11 <br />ZZ <br />tY � j 0 O <br />00 <br />?� <br />Z O <br />W <br />J� <br />J <br />0ZZ <br />Lu <br />Za <br />as <br />EF <br />wacir <br />�z 0 <br />Z w Y <br />�. <br />a W O n <br />O82E$ <br />c�� <br />W <br />OO <br />L <br />W <br />o z <br />zo <br />T <br />J— <br />Z U <br />Z Z <br />L, <br />Z <br />IL <br />A <br />�LJ <br />r) <br />y , <br />F <br />Q <br />� <br />N <br />p <br />p <br />_ <br />U <br />JQ <br />U <br />L <br />0 o <br />UOamS <br />N <br />a a <br />z4O� <br />Z <br />o <br />aUJI <br />r�-•I <br />J <br />rl <br />ll.l <br />Q <br />di <br />8- <br />�8Z <br />U <br />aZ <br />(tYI <br />N <br />Z <br />Q <br />?� <br />�Z <br />l0 <br />z <br />¢ Z <br />aid <br />J <br />= <br />Lu <br />,--t <br />Cl- <br />V) <br />SCALE : AS NOTED <br />DATE : 3/30/2018 <br />TECH: MJAM ES <br />VERSION NO. 5ol <br />SHEET NO. <br />C S <br />